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GENERAL-Reconstruction of G P M (Kannittaparambu) Bridge in Kuttanad L A CWork-General Civil work

Public Works Department

Alappuzha, Kerala

Amount: ₹6.4 CrCloses: 28 Oct 2026

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Timeline

Published16 Oct 2026
Closes28 Oct 2026
Bid Opening30 Oct 2026

Tender Value

₹6.4 Cr

EMD Value

₹2 L

Closing Date

28 Oct 2026, 2:00 pm

Tender Inviting Organisation

Name

The Superintending Engineer

Address

O/o the SE, Bridges South Circle, Alappuzha

Work Description

GENERAL-Reconstruction of G P M (Kannittaparambu) Bridge in Kuttanad L A CWork-General Civil work

Tender Information

Tender ID

2026_PWD_880293_1

Reference Number

TR/BR/2019/8060/1

Tender Type

Open Tender

Product Category

Civil Works - Bridges

Form of Contract

Item Rate

Period of Work

365 days

Location

Alappuzha

Source Website

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Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

16 documents required · 16 mandatory

Fee/PreQual/Technical

RequiredStandard Bidding Document (.pdf)

RequiredDuly filled and signed copy of preliminary agreement as per item no-2 Part-VII of bid document (.pdf)

RequiredDuly filled and signed copy of requisition for e-payment form as per item no-6 Part-VII of bid docum (.pdf)

RequiredDuly filled and signed copy of Affidavit as per item no-4 Part-VII of bid document (.pdf)

RequiredDuly filled and signed copy of bid submission letter as per item no-1 Part-VII of bid document (.pdf)

RequiredDuly filled and signed copy of Integrity pact certificate as per item no-3 Part-VII of bid document (.pdf)

RequiredEMD Exemption Certificate, if any (.pdf)

RequiredMoU as per Part VI of bid document (.pdf)

RequiredBank Certificate as per clause 2.6 of Part VI (.pdf)

RequiredBidder valid registration certificate in Kerala PWD, CPWD or other approved agencies as per clause 1 (.pdf)

RequiredCopy of remittance towards bid submission fee and Bid Security (.pdf)

RequiredGST Registration Certificate (.pdf)

RequiredAny other documents required for PQ acceptance (.pdf)

RequiredExperience Certificates as per clause 2.4 of section-6 of bid document (.pdf)

RequiredDocuments regarding Pre-qualification information in Part-VI (.pdf)

Finance

RequiredBOQ (.xls)

Fee & Financial Details

Tender Fee Amount

₹13,010

Tender Fee Exemption Allowed

Yes

EMD Fee Amount

₹2 L

EMD Fee Exemption Allowed

Yes

Important Dates

Last Activity

16 Oct 2026

Published

16 Oct 2026

Bid Opening

30 Oct 2026

Download Starts

16 Oct 2026

Download Ends

28 Oct 2026

Submission Starts

16 Oct 2026

Bill of Quantities

Item RateBoQ_Ver3.0INR

BoQ1 (73 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Appendix -A Bridge proper
1.001	OD277575/2025-2026:Forming temporary island or Platform of size 12 x 4 minimum height 60 cm above the water level with an average height of 3m above river bed by driving down full coconut piles at 0.75 c/c all round driven 1.4 m below ground level and tying together 4 nos of horizontal wailing pieces all round with 1/2 split coconut ties with GI wore to piles and provided with arecanut reapers 40 cm between wailing pieces horizontally and tying with coir and screening with double new cadjan and 1/6th split bamboo reapers at 30 c/c tying with coir and filling inside with earth cut and conveyed including all leads and lifts and all charges for forming island till completion of etc..	2	each	-	-
1.002	OD274734/2025-2026:Putting up ring bund 3.00 meter wide at top 4.50 meter wide at bottom average 3.00 meter height , driving down 1/2 split size coconut post 4.20 meter long at 90 cm c/c driven both sides 1.20 meter below bed level, 1/3 split coconut wailing pieces 2rows at either sides,arcanut reapers horizontal between wailing pieces and 1/3 split coconut cross ties at 90cmc/cin two rows, tying with coir yarn, wire nail, 1/6 split bambooreapers at 30cm c/c and screening with new ettamat on either sides and filling inside with red earth and conveyed with all leads and lifts from available source including maintaining the bund and dismantling after completion etc: as directed by the deptl officers at site.	12	metre	-	-
1.003	od27343/2019_2020/RD:Providing permanent casing 1200 mm dia MS Liner 6 mm thick for piles including Fabricating ,conveying and driving in true line and levels as per the direction of engineers at site.( OD based on Morth 12.22)	16.86	MT	-	-
1.004	OD273409/2025-2026:Bored cast-in-situ M35 grade R.C.C. Pile Using Batching Plant, Transit Mixer and Concrete Pump excluding Reinforcement, including confirmatory boring, pile chipping, initial load test and routine load test as per relevant IS code complete as per Drawing and Technical Specifications and removal of excavated earth with all lifts and lead upto 1000 m. Pile diameter-1200 mm	700	metre	-	-
1.005	12.40:Supply, Fitting and Placing un- coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications	91.63	MT	-	-
1.006	OD89448/2025-2026:Pumping or Bailing out water and removing slush etc by using pump set including cost of labour, oil hire charges of pumpset, etc complete (DAR 50.2.3.1).	200	hour	-	-
1.007	12.1.B.1:Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material. Ordinary Soil - Depth upto 3m - Mechanical Means	68.9	cum	-	-
1.008	12.39:Providing and laying of PCC M15 leveling course 100 mm thick below the pile cap	6.26	cum	-	-
1.009	12.38.D.2:Cement Concrete for Reinforced Concrete in Pile Cap complete as per Drawing and Technical Specification R C C Grade M35 - Using Batching plant, Transit Mixer and Concrete pump	50.85	cum	-	-

Documents

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Tender Page Snapshot

details.html

html • 0.05 MB

NIT Documents

Tendernotice_1.pdf

PDF • 0.05 MB

Work Item Documents

BOQ_1496937.xls

BOQ • 0.29 MB

viewsbd.pdf

Tender Documents • 3.14 MB

Preliminary.pdf

Additional Documents • 0.24 MB

FOT.pdf

Tender Documents • 0.42 MB

ep.pdf

Additional Documents • 0.17 MB

IntegrityPact.pdf

Additional Documents • 0.16 MB

affidavit.pdf

Additional Documents • 0.17 MB

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Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Appendix -A Bridge proper
1.001	OD277575/2025-2026:Forming temporary island or Platform of size 12 x 4 minimum height 60 cm above the water level with an average height of 3m above river bed by driving down full coconut piles at 0.75 c/c all round driven 1.4 m below ground level and tying together 4 nos of horizontal wailing pieces all round with 1/2 split coconut ties with GI wore to piles and provided with arecanut reapers 40 cm between wailing pieces horizontally and tying with coir and screening with double new cadjan and 1/6th split bamboo reapers at 30 c/c tying with coir and filling inside with earth cut and conveyed including all leads and lifts and all charges for forming island till completion of etc..	2	each	-	-
1.002	OD274734/2025-2026:Putting up ring bund 3.00 meter wide at top 4.50 meter wide at bottom average 3.00 meter height , driving down 1/2 split size coconut post 4.20 meter long at 90 cm c/c driven both sides 1.20 meter below bed level, 1/3 split coconut wailing pieces 2rows at either sides,arcanut reapers horizontal between wailing pieces and 1/3 split coconut cross ties at 90cmc/cin two rows, tying with coir yarn, wire nail, 1/6 split bambooreapers at 30cm c/c and screening with new ettamat on either sides and filling inside with red earth and conveyed with all leads and lifts from available source including maintaining the bund and dismantling after completion etc: as directed by the deptl officers at site.	12	metre	-	-
1.003	od27343/2019_2020/RD:Providing permanent casing 1200 mm dia MS Liner 6 mm thick for piles including Fabricating ,conveying and driving in true line and levels as per the direction of engineers at site.( OD based on Morth 12.22)	16.86	MT	-	-
1.004	OD273409/2025-2026:Bored cast-in-situ M35 grade R.C.C. Pile Using Batching Plant, Transit Mixer and Concrete Pump excluding Reinforcement, including confirmatory boring, pile chipping, initial load test and routine load test as per relevant IS code complete as per Drawing and Technical Specifications and removal of excavated earth with all lifts and lead upto 1000 m. Pile diameter-1200 mm	700	metre	-	-
1.005	12.40:Supply, Fitting and Placing un- coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications	91.63	MT	-	-
1.006	OD89448/2025-2026:Pumping or Bailing out water and removing slush etc by using pump set including cost of labour, oil hire charges of pumpset, etc complete (DAR 50.2.3.1).	200	hour	-	-
1.007	12.1.B.1:Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material. Ordinary Soil - Depth upto 3m - Mechanical Means	68.9	cum	-	-
1.008	12.39:Providing and laying of PCC M15 leveling course 100 mm thick below the pile cap	6.26	cum	-	-
1.009	12.38.D.2:Cement Concrete for Reinforced Concrete in Pile Cap complete as per Drawing and Technical Specification R C C Grade M35 - Using Batching plant, Transit Mixer and Concrete pump	50.85	cum	-	-

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1Appendix -A Bridge proper

1.001

OD277575/2025-2026:Forming temporary island or Platform of size 12 x 4 minimum height 60 cm above the water level with an average height of 3m above river bed by driving down full coconut piles at 0.75 c/c all round driven 1.4 m below ground level and tying together 4 nos of horizontal wailing pieces all round with 1/2 split coconut ties with GI wore to piles and provided with arecanut reapers 40 cm between wailing pieces horizontally and tying with coir and screening with double new cadjan and 1/6th split bamboo reapers at 30 c/c tying with coir and filling inside with earth cut and conveyed including all leads and lifts and all charges for forming island till completion of etc..

each

1.002

OD274734/2025-2026:Putting up ring bund 3.00 meter wide at top 4.50 meter wide at bottom average 3.00 meter height , driving down 1/2 split size coconut post 4.20 meter long at 90 cm c/c driven both sides 1.20 meter below bed level, 1/3 split coconut wailing pieces 2rows at either sides,arcanut reapers horizontal between wailing pieces and 1/3 split coconut cross ties at 90cmc/cin two rows, tying with coir yarn, wire nail, 1/6 split bambooreapers at 30cm c/c and screening with new ettamat on either sides and filling inside with red earth and conveyed with all leads and lifts from available source including maintaining the bund and dismantling after completion etc: as directed by the deptl officers at site.

metre

1.003

od27343/2019_2020/RD:Providing permanent casing 1200 mm dia MS Liner 6 mm thick for piles including Fabricating ,conveying and driving in true line and levels as per the direction of engineers at site.( OD based on Morth 12.22)

16.86

1.004

OD273409/2025-2026:Bored cast-in-situ M35 grade R.C.C. Pile Using Batching Plant, Transit Mixer and Concrete Pump excluding Reinforcement, including confirmatory boring, pile chipping, initial load test and routine load test as per relevant IS code complete as per Drawing and Technical Specifications and removal of excavated earth with all lifts and lead upto 1000 m. Pile diameter-1200 mm

700

metre

1.005

12.40:Supply, Fitting and Placing un- coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications

91.63

1.006

OD89448/2025-2026:Pumping or Bailing out water and removing slush etc by using pump set including cost of labour, oil hire charges of pumpset, etc complete (DAR 50.2.3.1).

200

hour

1.007

12.1.B.1:Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material. Ordinary Soil - Depth upto 3m - Mechanical Means

68.9

cum

1.008

12.39:Providing and laying of PCC M15 leveling course 100 mm thick below the pile cap

6.26

cum

1.009

12.38.D.2:Cement Concrete for Reinforced Concrete in Pile Cap complete as per Drawing and Technical Specification R C C Grade M35 - Using Batching plant, Transit Mixer and Concrete pump

50.85

cum